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D:CURRENT_WORKTSR HINGEPAPER.DVI
www-civ.eng.cam.ac.uk/dsl/publications/TSR_hinge.pdf21 Jan 2002: Forc. e (N. ). 1.5 1 0.5 0 0.5 1 1.5-200. ... 0 40 80 120 160 200-200. 0. 200. 400. 600. 800. -
The measurement of particle size distribution using the Single ...
www-civ.eng.cam.ac.uk/geotech_new/publications/TR/TR321.pdf20 Aug 2002: reduction in the “D1%” size can be easily identified. 100 200 300 400 500 600 700 800 900 100 00. ... 200 300 400 500. Run B2-B3: Fraction C(same sample repeated). Runs B4-B5: Entire samplefrom runs 2-3 spiked withpart of sample from run 1. -
Symmetry and states of self stress intriangulated toroidal frames ...
www-civ.eng.cam.ac.uk/dsl/publications/torus.pdf22 Jan 2002: 12. Tables. joint x y z1 -0.500 0.289 0.7072 0.500 0.289 0.7073 0 -0.577 0.7074 0 1.386 05 1.200 -0.693 ... Symmetry Parameter Value Symmetry Parameter Valuea 0.031b 0.200. Γ0 = A′1 c -0.597 Γ = A. -
A New Technique for Simulation of Collapseof a Tunnel ...
www-civ.eng.cam.ac.uk/geotech_new/publications/TR/TR286.pdf7 May 2002: G. -10w -20. IsI -30 1. (Contour levels in mm)I. 100 200 400 500. ... Final Profile 1 -200. Figure 3.7 Buckled 0.002” thick tunnel lining (Test PRETUN2). -
D:\Papers\Amplitude_of_wrinkles\paper.dvi
www-civ.eng.cam.ac.uk/dsl/publications/amplitude_of_wrinkles.pdf3 Jun 2002: Wrinkle Amplitudes 11. 0 100 200 300 400-0.8. -0.4. 0. 0.4. ... 20, 200–207, 227–233, 256–262, 279-284. Wong,Y.W. (2000) Analysis of Wrinkle Patterns in Prestressed Membrane Structures.M.Phil. -
TR324
www-civ.eng.cam.ac.uk/geotech_new/publications/TR/TR324.pdf7 Oct 2002: 0. 5. 10. 16. 21. 0 50 100 150 200 250 300 350. ... CUED/D-SOILS/TR324 (October 2002) Page-17. 0. 50. 100. 150. 200. -
D:CURRENT_WORKWRINKLES COMPUTATIONSDM_2002_PAPERSDM-PAPER.DVI
www-civ.eng.cam.ac.uk/dsl/publications/AIAA2002-1369.pdf22 Mar 2002: 0 200 400. 0. 1. 2. 3. x (mm)CrestTroughTransition. (1-5). (6)(7). ... 0.5. 0. 0.5. 0 100 200 300 400. (a) (b). (c) (d). -
1 INTRODUCTION 1.1 Jacked piles The axial capacity of ...
www-civ.eng.cam.ac.uk/geotech_new/people/bolton/mdb_pub/124_CCM_2002_347_354.pdf7 Jul 2002: Bruno (1999). Best fit to database of centrifuge tests. L= 200 mm D=11.5 mm. -
D:\Papers\Low-cost hinge report\report.dvi
www-civ.eng.cam.ac.uk/dsl/publications/report.pdf12 Jul 2002: 0 40 80 120 160 200-200. 0. 200. 400. 600. 800. ... 18. 0 40 80 120 160 200-200. 0. 200. 400. 600. -
LATERAL SPREADING OF SLOPES
www-civ.eng.cam.ac.uk/geotech_new/publications/TR/TR317.pdf28 Feb 2002: 110 70 ACC7427 200 125 50 ACC8131 320 170 75 ACC8879 130 115 50 ACC8915 330 160 60 ACC8925 445 145 90 ACC8932 250 155 40 ACC9082 220 14 65 PPT5000 -
K:PAPERSSPRINGBACK DESIGNPAPERSDM-PAPER.DVI
www-civ.eng.cam.ac.uk/dsl/publications/AIAA2002-1498.pdf18 Feb 2002: Analytical 5 5 0.928 1.320 1.225 2.451 1 0.993 1.223 1.225 2.45FE (ν =. 3) 1 1 1.119 1.200 1.253 ... 0 50 100 150 200 250. 0.5. 0.6. 0.7. 0.8. 0.9. -
MICRO-GEOMECHANICS M.D. Bolton and Y.P. Cheng CUED/D-SOILS/TR323…
www-civ.eng.cam.ac.uk/geotech_new/publications/TR/TR323.pdf9 Sep 2002: e 1.2. 1.1. 1.0. 100 200 400 ln p′ kPa. tainly provocative for those who wish to include the progressive crushing of clay agglomerates in their constitutive understanding -
LATERAL SPREADING OF SLOPES
www-civ.eng.cam.ac.uk/geotech_new/publications/TR/TR318.pdf4 Mar 2002: 10 PPT6672 256 122 5 PPT6675 380 190 50 PPT6679 200 130 20. -
2D NAPL experiments using the CU y-radiation system H. ...
www-civ.eng.cam.ac.uk/geotech_new/publications/TR/TR309.pdf7 May 2002: 2D NAPL experiments using. the CU y-radiation system. H. Coumoulos, C. Kechavarzi,. K. Soga and T. lIIangasekare. CUEDill-SOILffR309 (Jan. 1999). """'" ,. INTRODUCTION. Under the collaboration between The University of Cambridge and The University of -
Deployable Tensegrity Structures for Space Applications
www-civ.eng.cam.ac.uk/dsl/publications/TibertDocThesis.pdf30 Jul 2002: TRITA-MEK Technical Report 2002:04 ISSN 0348-467XISRN KTH/MEK/TR--02/04--SE. Deployable Tensegrity Structuresfor Space Applications. Gunnar Tibert. Royal Institute of TechnologyDepartment of Mechanics. Doctoral ThesisStockholm, 2002. Deployable
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